• 콘크리트학회지
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• 제3권3호
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• pp.101-110
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• 1991

이 연구는 피치계 탄소섬유 보강 플라이애쉬.시멘트 복합체의 여러 가지 특성을 실험적으로 구명하고, 그 제조방법을 제시한 것이다. 복합체는 조강시멘트, 시리카 분말, 스티렌 부타디엔 러버 라텍스, 기포제와 탄소섬유 및 플라이애쉬를 사용하여 제조하였고, 배합조건별로 그 특성을 검토하였다. 연구결과, 경량 탄소섬유 보강 플라이애쉬.시멘트 복합체의 압축강도, 인장강도, 휨강도, 흡수성 및 특수성 그리고 건조수축과 같은 물리적.역학적 성질은 스티렌 부타디엔 러버 라텍스를 첨가하므로써 현저히 개선되었으며, 아울러 복합체를 제조하는데는 기건양생보다 오토클래브 양생이 유리한 것으로 나타났다. 이결과, 앞으로 경량 탄소섬유 보강 플라이애쉬.시멘트 복합체를 이용한 프리캐스트 제품의 개발에 크게 기여할 수 있을 것으로 기대된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.401-404
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• 2006

Much of requirements to the civil and building structures have been changed in accordance with the social and economic progress. Ductility of high performance fiber reinforced cementitious composites(HPFRCCs), which exhibit strain hardening and multiple crackling characteristics under the uniaxial tensile stress is drastically improved. In HPFRCC application, PVA fiber has been dominantly used as a reinforcement because of its excellent alkali resistant nature as well as high strength. But the inherent strong hydrophilicity of PVA fiber promotes the moisture absorption in cement matrix and thus it may cause the corrosion of steel structure. Therefore, it is necessary to control the interfacial adhesion of cement composites. In present study, to control the interfacial adhesion of the cementitious composites reinforced by PVA fiber, UV irradiation of the PVA fiber were performed and their effects on the adhesion property and general characteristics were investigated extensively.

• Structural Engineering and Mechanics
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• 제89권4호
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• pp.349-362
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• 2024

High-performance fiber-reinforced cement composites (HPFRCC) are new materials created and used to repair, strengthen, and improve the performance of different structural parts. When exposed to tensile tension, these materials show acceptable strain-hardening. All of the countries of the globe currently seem to have a need for these building materials. This study aims to create a low-carbon HPFRCC (high ductility) that is made from materials that are readily available locally which has the right mechanical qualities, especially an increase in tensile strain capacity and environmental compatibility. In order to do this, the effects of fiber volume percent (0%, 0.5%, 1%, and 2%), and determining the appropriate level, filler type (limestone powder and silica sand), cement type (ordinary Portland cement, and limestone calcined clay cement or LC3), matrix hardness, and fiber type (ordinary and oxygen plasma treated polypropylene fiber) were explored. Fibers were subjected to oxygen plasma treatment at several powers and periods (50 W and 200 W, 30, 120, and 300 seconds). The influence of the above listed factors on the samples' three-point bending and direct tensile strength test results has been examined. The results showed that replacing ordinary Portland cement (OPC) with limestone calcined clay cement (LC3) in mixtures reduces the compressive strength, and increases the tensile strain capacity of the samples. Furthermore, using oxygen plasma treatment method (power 200 W and time 300 seconds) enhances the bonding of fibers with the matrix surface; thus, the tensile strain capacity of samples increased on average up to 70%.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2017년도 춘계 학술논문 발표대회
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• pp.254-255
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• 2017

The aim of this study is to investigate the impact resistant performance of steel short fiber-reinforced cement based composites (SFRCCs) containing 1.0, 1.5, 2.0 and 3.0% volume fraction of steel short fibers subjected to high velocity impact of steel projectile (the diameter of 19.05mm and the mass of 28.13g). The gunpowder impact facility was used for impact tests, and the impact velocity was from about 350 to 700m/s. The specimens were damaged in various failure modes, which are penetration, scabbing, and perforation. Comparing with Plain specimen, SFRCCs have superior capacity on the scabbing limit, and slightly bulged in the back side under the impact velocity of 700m/s. In addition, the impact resistant performance of SFRCCs improved with increase of steel short fiber volume ratio. The fibers play an important role in controlling the local damage of SFRCCs.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.377-380
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• 2006

HPFRCCs(High performance fiber reinforced cementitious composites) is a class of FRCCs(Fiber reinforced cementitious composites) exhibit multiple crack. Multiple crack lead to improvement in ductility, toughness, and deformation capacity under compressive and tensile stress. These properties of HPFRCCs are affected by type of fiber, water cement ratio, type of admixture and rate of substitution. Furthermore these influence dispersion of fiber, mixing performance and fluidity of mixture. In this paper, HPFRCCs made of steel cord and carbon fiber were tested with water cement ratio, type of admixture and rate of substitution to evaluate characteristics of mixing and flexural strength.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.734-737
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• 2004

The synthetic fibers such as polypropylene(PP) and polyvilyl-alcohol(PVA) fiber are poised as a low cost alternative for reinforcement in structural applications. It has been reported that synthetic fiber in cement composites can control restrained tensile stresses and cracks and increase toughness, resistance to impact, corrosion, fatigue and durability. High performance fiber reinforced cementitious composite(HPFRCCs) shows ultra high ductile behavior in the hardened state, because of the fiber bridging properties. Therefore, a variety of experiments have being performed to access the performance of HPFRCCs recently. The research emphasis is on the flexural behavior of HPFRCCs made in synthetic fibers, and how this affects the composite property, and ultimately its strain-hardening performance. Three-point bending tests on HPFECCs are carried out. As the result of the bending tests, HPFRCCs showed high flexural strength and ductility. HPFRCCs made in PVA or Hybrid fiber were, also, superior to PP of singleness. On the other hand, effect of sand volume fraction on HPFRCCs made in PP was insignificant.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.229-232
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• 2006

The HPFRCCs show that the multiple crack propagation, high tensile strength and ductility due to the interfacial bonding of the fibers to the cement matrix. Moreover, performance of cement composites varies according to type and weight contents of reinforcing fiber. and HPFRCCs with hybrid fiber have better performance than HPFRCCs with single fiber in damage tolerance. Total four cylindrical specimens were tested, and the main variables were the type and weight contents of fiber, which was polyvinylalchol (PVA), polyethylene (PE). In order to clarify effect of hybrid types on the characteristics of fracture and damage process in cement composites, AE method was performed to detect micro-cracking in HPFRCCs under cyclic compression. Loading conditions of the uniaxial compression test were monotonic and cyclic loading. And from AE parameter value, it is found that the second and third compressive load cycles resulted in successive decrease of the amplitude as compared with the first compressive load cvcle.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.21-24
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• 2004

Structural performance of the seismic devices made by steel bar and high performance fiber reinforced cement composites(HPFRCCs) was experimentally observed. These dampers will be applied for reducing damage as well as seismic response. The advantages of the HPFRCCs damper is selective structural performance, strength, stiffness, and ductility by changing configuration, bar arrangements and type of materials used. The experimental results indicate that elemental ductility is much increased with decreasing damage when the HPFRCCs are applied to the damper. It means cementitious damper for structural control is available which has much merit in performance and cost.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.29-32
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• 2005

An experimental investigation on the strength and behavior of High Performance Fiber Reinforced Cement Composite(HPFRCC) column with Polyvinyl alcohol(PVA) fibers under axial load have been carried out. The columns were subjected to monotonic axial compression until failure. The variables in this study are the combination ratio of PVA, and the volumetric ratio of transverse reinforcement. Test results showed that the fibers, when used in PVA2.0, could result in superior composite performance compared to their individual fiber reinforced cement composites.

• 콘크리트학회지
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• 제8권5호
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• pp.163-170
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• 1996

셀룰로우스 섬유는 강도와 강성측면에서 우수하고 동시에 적은 에너지로 가공이 가능하며, 또한 가격 면에서도 유리하고 풍부한 양으로 인해 시멘트의 보강재료로서 적당하다. 셀룰로우스 섬유 시멘트 복합체는 일반적으로 슬러리-탈수 가공에 의해 생산되며 평면이나 곡면 등의 시멘트 복합제품으로 얇은 판을 만드는데 주로 사용되어진다. 본 연구에서는 셀룰로우스 섬유 혼입률과 여러 가지 수분상태에서의 강도 특성을 실험에 의해 고찰하였다. 이들 시멘트 복합체의 강도효과에 대한 실험결과들의 검증을 위하여 통계학적인 분산분석과 다중비교에 의한 분석을 수행하였다. 휨강도는 섬유 혼입률이 약 8%까지 상승할 때 증가하였으며, 휨인성은 섬유 혼입률의 증가에 따라 증가하였다. 수분함유량은 휨강도에 중요한 요인으로 작용하였는데, 수분 함유량의 증가는 휨강도의 감소를 가져온 반면, 휨인성의 증가를 보여주었다. 시멘트 복합체에 포졸란 재료를 사용하였을 경우 수분에 의한 영향은 크지 않은 것으로 나타났으며 약간의 휨인성의 감소와 더불어 휨강도의 증가를 보였다.